Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 28
... indicate that icebergs in the Barents Sea are generally smaller , more tabular and more stable than on the Grand Banks . The ESARC study indicates that regular towing and the use of water cannon are probably the best methods for the ...
... indicate that icebergs in the Barents Sea are generally smaller , more tabular and more stable than on the Grand Banks . The ESARC study indicates that regular towing and the use of water cannon are probably the best methods for the ...
Page 250
... indicates problems with the PTS specimen . The center column displacement portrays a stability problem that Davies ( 1988 ) may not have observed as his mortar specimens were cubes and not plates as was tested in this study . Therefore ...
... indicates problems with the PTS specimen . The center column displacement portrays a stability problem that Davies ( 1988 ) may not have observed as his mortar specimens were cubes and not plates as was tested in this study . Therefore ...
Page 270
... indicating the virtual absence of accumulated tensile or compressive strain prior to failure . The other specimens ... indicates the possible operation of other loss mecha- nisms . Future work in which saline specimens having a wider ...
... indicating the virtual absence of accumulated tensile or compressive strain prior to failure . The other specimens ... indicates the possible operation of other loss mecha- nisms . Future work in which saline specimens having a wider ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
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analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling crushing deflection deformation density displacement Dow's Lake drilling dynamic effect elastic energy equation ESARC experimental finite element finite element analysis flexural failure floating ice sheet floe fluid foundation fracture toughness freezing frequency grain heat Hobson's Choice horizontal ice cover ice forces ice island ice load ice shedding ice sheet ice temperature ice thickness iceberg icebreaking impact indentation indentor initial interaction locations maximum measured Mechanics method mode modulus Northumberland Strait notch nucleation numerical obtained Offshore parameters permafrost plane platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil solution specimens strain rate strength structure tests values vertical vibration Young's modulus